HomeMy WebLinkAboutBuilding PlanSaint Lucie County Building Department Product Approval Submittal Affidavit
Permit #
Building Address: SEE PLAN I Contractor: TBID
Product
Model#
Manufacturer
Attachment Method Type, Size,
Building
Product
Spacing, Embedment & Stiffener etc.
Design
Design
Pressure
Pressure
STANDING
Roof`
FL#17022.3
EXTREMEM MTL MFG
3 min. bottomofsu
� pport. @ iti" O.C. MAX (2 PER
-69.8
-118
.SEAM 24GA
Cl HPI
I have reviewed theabove product approval information and approve it.
Name: Paul Welch P.E-Certification Number:29945
"_'m"' Planning& Development Services Department
yi Building& Code Regulations Division
3;t. �, ""' 2300VirginiaAvenue, Fort Pierce, FL.34982-(772)462-1553 -
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Certification for Design load Compliance
SCOPE OF WORD Project Name: EMERSON PAVILLION
CONSTRUCT NEW PAVILLION PER PLAN: Project Address: 5175 MELVILLE RD.
Permit#. Occupancy Type: R Construction Type: V
NOTE: ALL CONSTRUCTION. MUST COMPLY WITH TI3E FBC 17, AND THE FBC 17 RESIDENTIAL,
INSTRUCTIONS FOR USE: -
2017 PLUMBING CODE, 2017 MECHANICAL CODE AND. THE NEC (NIT A.70) 2014 EDITION. -
•This certification must be completed,signed, and sealed 6y the design professional of record.
ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST. COMPLY WITH. THE FBC 17 FOR Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following.
- ...:
-` EXISTING BUILDINGS, THE FBC 17, AND THE FBC 17 RESIDENTIAL o New Residences (single or multi -family)
o Residential Addition
NOTES: o Any accessory structure requiring a building permit
oAny non-residential structure.
-THE CONTRACTOR,SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL Note. Form not required for interior renovations provided that no exterior structural elements are affected and
certain minor building permits at the ,buildingdi -
DIMENSIONS, gp discretion of the local official. Contact the#above for questions,
:.
CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT.
' .. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE DESIGN PARAMETERS
ASSU MPTIONS USED (complete all that applv) ..
1: DESIGN CODE: Florida Building Code 2017 6th Edition with 20 Su lements usin ASCE 7-10
ri 'I L: ADDRESSED BY THE — Pp g
"a"fAld I � �a M
ii - 2. Structure Designed as check one): X Enclosed Partially Enclosed O
t4. %y.-W;C7 t°�'I.AiF.I 5Q 12 (%sfr.
__.."� ENGINEER AS CONSTRUCTION PROGRESSES: g ( ) _ — r Y pen
n 3. Risk Category: X I If t "�r'7J : At✓-;._. �-. � . g y III IV Exposure Category: X B C D
ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER . . — — —
4. Design Wind Velocity 160 mph 124 Aso N/A LRFD End Zone Width: 5 It
tTo l'YT
.SCALED $. Mean Roof Height: 30 ft Roof Pitch: _ — Parapet: r... ., � .... :: .. g t 12 araPet. N/A ft
DIMENSIONS.
b. Coin orients&Claddin Design Used: PSFbased on lOs ft 15'MRH clearly label II i : ,_. _._-P g g ( q @ Yon plan openings):
n. _ B _ ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE FBC / F CR 2017. 16.0 1e.0 2.xla f�'C�r^` Ci'C7i°{a'?^a� �1e7 6,C,. _
Zone is Zone 2: Zone 3:
16.0 27.6 27.6 N/A
MT'a l�.vJ' Cld).[t?d -27.6 -46.4 -69.8 Zone 4: - -30.0 Zone A _37.0 .Garage: N/A
w _ s
.
( TRUCTURAL NOTES.
(h}"r ; - _ ,, 7 es gn Loads. Floor. / PSFRoof/Dead. PSF Roof/Live. Balcony. _ N/A PSF
Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PLF CONCENTRATED
1 DESIGN LOADS IN ACCORDANCE WITH ASCE7-1 . A 0 : 8. Were Shear Walls Considered For Structure? X _ Yes _ otA Applicable Explain Why Not:
2 SOIL BEARING CAPACITY: 2000 PSF MIN.. -
F -.. ,. 3 B/ FOOTINGS TO BE CONCRETE WITH A I 25 0 PSI COMPRESSIVE
F•ASG A .:
2
,. ) SLAB T MINIMUM 0 S
. -.
9: Is A Continuous Load Path Provided X
`(r� Yes NotA hcable Explain Not.
\ - 4 STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. PP P Y -
-'. 4 ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE
-: TREATED. . 10.
Designi
Soi Bearing Pressure. 2500 PSF Sod Test Reports Submitted? Yes
5 SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO 1NSTALATION OF ON DESIGN PROFESSIONAL CERTIFICATION STATEMENT:
�� •L- HARDWARE IS NOT PERMITED.
q LC
41 iz_. 'L t„i certify that to the be f
VOL.,
.. � best o m knowledge and b hi± � f7 ehef, the attached tans & specifications have been designed to
I•- : '- 6 'UNLESS OTHERWISE NOTED THE INSTALLATION F PECIFIED HARDWARE SHALL
F.
ElL'r S ,.C� :. .. ,.. , '. , comply with the applicable structural portions of the building codes currently adopted and enforced b St. Lucie -
. at�Ctiti yLSe;Pa. O L, L., CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICIES. Y
Count. I also certify that structural elementsd --- , f fY ep,cted on these plans provide adequate resistance to the design
' t^� ��.r^ forces specified:
r-r i� ){Lit q o�.:r l Paul Welch P.E. 29945 5115
(�..:
M1' Print Name Cert#&Co. Cert Auth. ,e A.
t2) hocl tdAl4aa _�t� `
Paul Welch Inc.. ON PLAN 11/5/20.
Signature, Date, and Seal
:)1 II
_ _...._
1984 S. W. B tmore St. Suite #114 Port St. Lucre FL
Company Name &Address
TOO, pst C,o
i-�rnta t e of
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I
e PAUL WELCH INC.
t! LF,e, - MECHANICAL ELECTRICAL C1V1L EWG1NIS'ERING I
1984 S- W. BILTMORE5T. SUITE## 114
PORT ST. LUCIE, FL 34984
'PH ONE (7?,)7s57 9888 E-MAIL P{yELCH/IOL,CON I
PAUL WELCH, P.E: FLAREGNO, 299�L5
'N0Ill 19
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